Strong Coupling of Freeze-Thaw Cycles and Alkali Silica Reaction - Multi-scale Poro-mechanical Approach to Concrete Damages --Reference-Cited by-同舟云学术

Strong Coupling of Freeze-Thaw Cycles and Alkali Silica Reaction - Multi-scale Poro-mechanical Approach to Concrete Damages -

Published:2017-07-21 Issue:7 Volume:15 Page:346-367
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Gong Fuyuan¹,Takahashi Yuya¹,Maekawa Koichi¹

Affiliation:

1. Department of Civil Engineering, The University of Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/15/7/15_346/_pdf

Reference46 articles.

1. 1) ACI Committee, (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary.” American Concrete Institute, and International Organization for Standardization.

2. 2) Bangert, F., Kuhl, D. and Meschke, G., (2004). “Chemo-hygro-mechanical modeling and numerical simulation of concrete deterioration caused by alkali-silica reaction.” International Journal for Numerical and Analytical Methods in Geomechanics, 28(7-8), 689-714.

3. 3) Bažant, Z. P. and Steffens, A., (2000). “Mathematical model for kinetics of alkali-silica reaction in concrete.” Cement and Concrete Research, 30(3), 419-428.

4. 4) Biot, M. A., (1941). “General theory of three-dimensional consolidation.” Journal of Applied Physics, 12, 155-164.

5. 5) Biot, M. A., (1963). “Theory of stability and consolidation of a porous media under initial stress.” Journal of Mathematics and Mechanics, 12(2), 521-541.

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